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HomeMy WebLinkAbout2680 OCEAN ST; ; FPR2019-0158; PermitPERMIT REPORT IF (pty of Carlsbad Print Date: 12/07/2020 Job Address: 2680 OCEAN ST, CARLSBAD, CA 92008-2237 Permit Type: FIRE-Construction Residential Work Class: Parcel 4*: 2031411000 Track 4*: Valuation: $615,606.06 Lot #: Occupancy Group: Project 4*: #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Plan Check #: Permit No: FPR2019-0158 Status: Closed - Finaled Single Family Fire Sprinki Applied: 08/07/2019 Issued: 08/20/2019 DEV2017-0016 Finaled Close Out: 12/07/2020 Inspector: Final Inspection: Project Title: OCEAN STREET RESIDENCE Description: OCEAN ST RESIDENCE - 13D SYSTEM FOR NEW SFR Applicant: FPContractor: INNOVATIVE FIRE PROTECTION INC INNOVATIVE FIRE PROTECTION INC JOSEPH PLASSMEYER 8779 COTTONWOOD AVE, 4* STE 101 8779 COTTONWOOD AVE, 4* STE 101 SANTEE, CA 92071-4457 SANTEE, CA 92071-4457 (619) 593-8200 (619) 593-8200 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov Alex Aguirre f rK2,011--0159 From: Christopher Glassen <Christopher.GIassen@carlsbadca.gov> Sent: Wednesday, July 10, 2019 1:08 PM To: Alex Aguirre Subject: RE: Water Information Hello, Please see below: Christopher Glassen Engineering Technician City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 760-602-2784 I christopher.glassen@carlsbadca.gov Appointments for Submittals and Resubmittak can be made: by phone: 760-602-2723 or E-mail: devappt@carlsbadca.gov From: Alex Aguirre <alex@ifpinc.net> Sent: Wednesday, July 10, 2019 12:56 PM To: Christopher Glassen <Christopher.Glassen@carlsbadca.gov> Subject: Water Information Hi, Will you please provide me with the following Water Information for the project below? Please let me know if this address falls into your jurisdiction? Project Name: OCEAN STREET RESIDENCE Street Number: 2680 OCEAN STREET City, State: CARLSBAD, CA 92008 APN #: 203-141-10-00 Service Size: ? I" Meter Size: ? 1" Static Pressure: ? 90psi 1 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR OCEAN STREET RESIDENCE 2680 OCEAN STREET CARLSBAD, CA 92008 FILE NUMBER: C7468 DATE: AUGUST 6, 2019 -DESIGN DATA- ff 11k2a I __O S OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (8 BOR) SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 62 sq. ft. (LAUNDRY) 20' X 20'-400 sq. ft. 1 sprinkler 21.0 gpm 26.0 gpm 21.0 gpm 8 42.7 psi 7/16 inch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. U) ii 0 z wl SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(1HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE C 0 0 0 0 0 . . 0 IT 0 0 0 0 0 • 00 31 (N 0 <0C) fl(flDC-1 -QU)-H-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/6/2019ER5\JOEP\DESKTOp\HASS DATA\OCEAN STREET RESIDENCE(1HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 90.0 80.0 500.0 90.0 26.0 61.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 45.0 SOURCE 61.7 26.0 2 45.0 - - - - 58.6 - - - 2A 45.0 - - - - 55.6 - - - D 45.0 - - - - 55.3 - - - C 45.0 - - - - 50.3 - - - 3A 50.0 - - - - 47.0 - - - 3B 52.0 HOSE STREAM 44.1 5.0 3 54.0 - - - - 42.7 - - - 4 56.0 - - - - 41.6 - - - 4A 56.0 - - - - 37.6 - - - 5 59.0 - - - - 34.6 - - - 6 59.0 - - - - 33.5 - - - 7 59.0 - - - - 33.2 - - - 8 69.0 - - - - 27.9 - - - 9 69.0 - - - - 27.9 - - - 9A 69.0 - - - - 28.3 - - - 10 69.0 - - - 27.3 - - - 11 69.0 - - - - 28.6 - - - 12 80.0 - - - - 21.2 - - - 13 81.0 - - - - 18.5 - - - 14 81.0 - - - - 21.7 - - - 15 81.0 - - - - 21.7 - - - 16 80.0 - - - - 22.4 - - - 101 81.0 - - - - 21.7 - - - 102 81.0 - - - - 21.7 - - - 103 81.0 K= 4.90 18.4 21.0 104 69.0 - - - - 28.3 - - - 105 69.0 - - - - 28.3 - - - 106 59.0 - - - - 33.5 - - - 107 59.0 - - - - 33.5 - - - 108 59.0 - - - - 33.5 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(1HDA) .SDF JOE TITLE: OCEAN STREET RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 58.6 2 45.0 58.6 26.0 2A K1.000 T: 6.0 7.00 0.0 1 45.0 61.7 26.0 0.995 G: 1.0 17.00 0.181 3.1 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 45.0 55.6 26.0 D 3.0 psi, 26.0 gpm 2 45.0 58.6 26.0 Pipe: 3 0.0 0.0 2.00 150 55.3 D 45.0 55.3 26.0 C L1.000 ---- 0.00 0.0 2A 45.0 55.6 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 45.0 50.3 26.0 3A 5.0 psi, 26.0 gpm D 45.0 55.3 26.0 Pipe: 5 0.0 0.0 50.00 150 47.0 3A 50.0 47.0 26.0 3B E1.610 2E:12.1 12.09 2.2 C 45.0 50.3 26.0 1.610 62.09 0.017 1.1 Pipe: 6 H.S. 5.0 Disch 3.00 150 44.1 3B 52.0 44.1 21.0 3 L1.000 E: 3.0 10.00 0.9 3A 50.0 47.0 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 7 0.0 0.0 2.00 150 42.7 3 54.0 42.7 21.0 4 J1.000 E: 5.0 5.00 0.9 3B 52.0 44.1 2-1.0 1.101 7.00 0.074 0.5 Pipe: 8 0.0 0.0 2.00 120 41.6 4 56.0 41.6 21.0 4A A1.000 ---- 0.00 0.9 3 54.0 42.7 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 56.0 37.6 21.0 5 4.0 psi, 21.0 gpm 4 56.0 41.6 21.0 Pipe: 10 0.0 5.7 6 8.00 150 34.6 5 59.0 34.6 15.3 8 J1.000 2E:10.0 15.00 1.3 4A 56.0 37.6 21.0 1.101 T: 5.0 23.00 0.074 1.7 Pipe: 11 0.0 15.3 12 11.50 150 27.9 8 69.0 27.9 0.0 9 JO.750 E: 4.0 7.00 4.3 5 59.0 34.6 15.3 0.874 T: 3.0 18.50 0.127 2.3 Pipe: 12 0.0 0.0 34.00 150 33.5 6 59.0 33.5 5.7 7 JO.750 2E: 8.0 17.00 0.0 5 59.0 34.6 5.7 0.874 3T: 9.0 51.00 0.021 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(1HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pfi'ft. (Pf) Pipe: 12A 0.0 0.0 8.00 150 33.5 6 59.0 33.5 0.0 JO.750 2E: 8.0 11.00 0.0 108 59.0 33.5 0.0 0.874 T: 3.0 19.00 0.000 0.0 Pipe: 12B 0.0 0.0 15.00 150 33.5 108 59.0 33.5 0.0 JO.750 T: 3.0 3.00 0.0 107 59.0 33.5 0.0 0.874 18.00 0.000 0.0 Pipe: 12C 0.0 0.0 32.00 150 33.5 107 59.0 33.5 0.0 JO.750 7E:28.0 28.00 0.0 106 59.0 33.5 0.0 0.874 60.00 0.000 0.0 Pipe: 13 0.0 0.0 10.00 150 33.2 7 59.0 33.2 5.7 11 JO.750 E: 4.0 4.00 0.0 6 59.0 33.5 5.7 0.874 14.00 0.021 0.3 Pipe: 14 0.0 0.0 10.00 150 28.6 11 69.0 28.6 5.7 9A JO.750 E: 4.0 4.00 4.3 7 59.0 33.2 5.7 0.874 14.00 0.021 0.3 Pipe: 15 0.0 5.7 10 18.00 150 27.9 9 69.0 27.9 -5.7 9A JO.750 T: 3.0 3.00 0.0 8 69.0 27.9 0.0 0.874 21.00 0.000 0.0 Pipe: 16 0.0 2.9 16 24.00 150 27.3 10 69.0 27.3 2.9 16 JO.750 T: 3.0 3.00 0.0 9 69.0 27.9 5.7 0.874 27.00 0.021 0.6 Pipe: 17 0.0 5.7 14 15.00 150 22.4 16 80.0 22.4 -2.9 10 JO.750 2E: 8.0 8.00 4.8 10 69.0 27.3 2.9 0.874 23.00 0.006 0.1 Pipe: 18 0.0 0.0 16.00 150 27.9 9 69.0 27.9 5.7 10 JO.750 T: 3.0 3.00 0.0 9A 69.0 28.3 5.7 0.874 19.00 0.021 0.4 Pipe: 18A 0.0 0.0 10.00 150 28.3 9A 69.0 28.3 0.0 JO.750 T: 3.0 3.00 0.0 105 69.0 28.3 0.0 0.874 13.00 0.000 0.0 Pipe: 18B 0.0 0.0 18.00 150 28.3 105 69.0 28.3 0.0 JO.750 5E:20.0 20.00 0.0 104 69.0 28.3 0.0 0.874 38.00 0.000 0.0 Pipe: 18C 0.0 0.0 11.00 150 28.3 9A 69.0 28.3 5.7 9 JO.750 E: 4.0 4.00 0.0 11 69.0 28.6 5.7 0.874 15.00 0.021 0.3 Pipe: 19 0.0 5.7 14 15.00 150 22.4 16 80.0 22.4 -2.9 10 JO.750 2E: 8.0 8.00 4.8 10 69.0 27.3 2.9 0.874 23.00 0.006 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(1HDA) .SDF JOE TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 21 0.0 0.0 11.00 150 21.2 12 80.0 21.2 15.3 103 JO.750 E: 4.0 4.00 4.8 8 69.0 27.9 15.3 0.874 15.00 0.127 1.9 Pipe: 22 4.90 21.0 Disch 8.00 150 18.4 103 81.0 18.4 -5.7 13 JO.750 2E: 8.0 11.00 0.4 12 80.0 21.2 15.3 0.874 T: 3.0 19.00 0.127 2.4 Pipe: 23 4.90 21.0 Disch 4.50 150 18.4 103 81.0 18.4 -15.3 12 JO.750 T: 3.0 3.00 0.0 13 81.0 18.5 5.7 0.874 7.50 0.021 0.2 Pipe: 24 0.0 0.0 78.0 74.00 150 18.5 13 81.0 18.5 5.7 103 JO.750 78.00 0.0 14 81.0 21.7 5.7 0.874 152.00 0.021 3.2 Pipe: 25 0.0 0.0 4.00 150 21.7 14 81.0 21.7 0.0 JO.750 T: 3.0 3.00 0.0 15 81.0 21.7 0.0 0.874 7.00 0.000 0.0 Pipe: 26 0.0 0.0 1.00 150 21.7 15 81.0 21.7 0.0 JO.750 E: 4.0 4.00 0.0 101 81.0 21.7 0.0 0.874 5.00 0.000 0.0 Pipe: 27 0.0 0.0 15.00 150 21.7 15 81.0 21.7 0.0 30.750 2E: 8.0 8.00 0.0 102 81.0 21.7 0.0 0.874 23.00 0.000 0.0 Pipe: 28 0.0 0.0 7.00 150 21.7 14 81.0 21.7 5.7 13 JO.750 K: 4.0 7.00 0.4 16 80.0 22.4 5.7 0.874 T: 3.0 14.00 0.021 0.3 NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.027 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/6/2019ER5\JOEP\DE5KTOp\HASS DATA\OCEAN STREET RESIDENCE(1HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45E11 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPV1v NTee -------------------------------------------------------- F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kpig ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR OCEAN STREET RESIDENCE 2680 OCEAN STREET CARLSBAD, CA 92008 FILE NUMBER: C7468 DATE: AUGUST 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 39 sq. ft. (HALL) COVERAGE PER SPRINKLER: 20' X 20'-400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose) : 26.0 gpm FLOW AND PRESSURE (8 BOR) : 21.0 gpm 8 51.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(1HDS) .SDF JOE TITLE: OCEAN STREET RESIDENCE E ol ty D D LU 0 C,) C)) (I) 4J.Ci H 4J C') )J ci) ci) Ci .1J 0 (1) H a) -p HO -tj 0 ci) 4-4 U) (Ci H 4J (Ci C)) () 0U) ci) 0 41 04 to 10 ci) 4J 0) 1x ci)0 ci) ci) 4-) 4 ni ni 0 H C)) Ci H i 0) C') 0) ci) ci) 124 Ci H F-i ci) Tj4J (I) -H U) 0) Ci H N ci) -Ii 0 z 0 P-I 0 0 0 0 0 . • • . 0 O 0 0 0 0 • a) CO N 0 UU)U)U)cxl 04 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/6/2019ERS\JOEP\DESKTOp\HASS DATA\OCEAN STREET RESIDENCE(1HDB) .SDF JOE TITLE: OCEAN STREET RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 90.0 80.0 500.0 90.0 26.0 71.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 45.0 SOURCE 71.7 26.0 2 45.0 - - - - 68.7 - - - 2A 45.0 - - - - 64.7 - - - D 45.0 - - - - 64.3 - - - C 45.0 - - - - 59.3 - - - 3A 50.0 - - - - 56.1 - - - 33 52.0 HOSE STREAM 53.2 5.0 3 54.0 - - - - 51.8 - - - 4 56.0 - - - - 50.7 - - - 4A 56.0 - - - - 45.2 - - - 5 59.0 - - - - 42.1 - - - 6 59.0 - - - - 37.9 - - - 7 59.0 - - - - 38.5 - - - 8 69.0 - - - - 37.0 - - - 9 69.0 - - - - 36.4 - - - 9A 69.0 - - - - 35.5 - - - 10 69.0 - - - - 36.4 - - - 11 69.0 - - - - 34.8 - - - 12 80.0 - - - - 32.2 - - - 13 81.0 - - - - 31.7 - - - 14 81.0 - - - - 31.3 - - - 15 81.0 - - - - 31.3 - - - 16 80.0 - - - - 31.7 - - - 101 81.0 - - - - 31.3 - - - 102 81.0 - - - - 31.3 - - - 103 81.0 - - - - 31.7 - - - 104 69.0 - - - - 35.5 - - - 105 69.0 - - - - 35.5 - - - 106 59.0 K= 4.90 18.4 21.0 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/6/2019ER5\JOEp\DESKTQp\HASS DATA\OCEAN STREET RESIDENCE(1HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Lri. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 68.7 2 45.0 68.7 26.0 2A K1.000 T: 6.0 7.00 0.0 1 45.0 71.7 26.0 0.995 G: 1.0 17.00 0.181 3.1 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 45.0 64.7 26.0 D 4.0 psi, 26.0 gpm 2 45.0 68.7 26.0 Pipe: 3 0.0 0.0 2.00 150 64.3 D 45.0 64.3 26.0 C L1.000 ---- 0.00 0.0 2A 45.0 64.7 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 45.0 59.3 26.0 3A 5.0 psi, 26.0 gpm D 45.0 64.3 26.0 Pipe: 5 0.0 0.0 50.00 150 56.1 3A 50.0 56.1 26.0 33 E1.610 2E:12.1 12.09 2.2 C 45.0 59.3 26.0 1.610 62.09 0.017 1.1 Pipe: 6 H.S. 5.0 Disch 3.00 150 53.2 33 52.0 53.2 21.0 3 L1.000 5: 3.0 10.00 0.9 3A 50.0 56.1 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 7 0.0 0.0 2.00 150 51.8 3 54.0 51.8 21.0 4 J1.000 5: 5.0 5.00 0.9 33 52.0 53.2 21.0 1.101 7.00 0.074 0.5 Pipe: 8 0.0 0.0 2.00 120 50.7 4 56.0 50.7 21.0 4A A1.000 ---- 0.00 0.9 3 54.0 51.8 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 56.0 45.2 21.0 5 5.5 psi, 21.0 gpm 4 56.0 50.7 21.0 Pipe: 10 0.0 12.2 6 8.00 150 42.1 5 59.0 42.1 8.8 8 J1.000 2E:10.0 15.00 1.3 4A 56.0 45.2 21.0 1.101 T: 5.0 23.00 0.074 1.7 Pipe: 11 0.0 1.9 12 11.50 150 37.0 8 69.0 37.0 6.9 9 JO.750 E: 4.0 7.00 4.3 5 59.0 42.1 8.8 0.874 T: 3.0 18.50 0.046 0.8 Pipe: 12 0.0 21.0 106 34.00 150 37.9 6 59.0 37.9 -8.8 106 JO.750 2E: 8.0 17.00 0.0 5 59.0 42.1 12.2 0.874 3T: 9.0 51.00 0.084 4.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/6/2019ER5\JOEP\DESKTOp\FIASS DATA\OCEAN STREET RESIDENCE(1HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12A 4.90 21.0 Disch 49.00 150 18.4 106 59.0 18.4 0.0 JO.750 9E:36.0 36.00 0.0 6 59.0 37.9 21.0 0.874 85.00 0.229 19.5 Pipe: 13 0.0 21.0 106 10.00 150 37.9 6 59.0 37.9 -12.2 5 JO.750 E: 4.0 4.00 0.0 7 59.0 38.5 8.8 0.874 14.00 0.046 0.6 Pipe: 14 0.0 0.0 10.00 150 38.5 7 59.0 38.5 8.8 6 JO.750 E: 4.0 4.00 -4.3 11 69.0 34.8 8.8 0.874 14.00 0.046 0.6 Pipe: 15 0.0 8.8 9A 18.00 150 36.4 9 69.0 36.4 -1.9 10 JO.750 T: 3.0 3.00 0.0 8 69.0 37.0 6.9 0.874 21.00 0.029 0.6 Pipe: 16 0.0 8.8 9A 24.00 150 36.4 9 69.0 36.4 -6.9 8 JO.750 T: 3.0 3.00 0.0 10 69.0 36.4 1.9 0.874 27.00 0.003 0.1 Pipe: 17 0.0 1.9 9 15.00 150 36.4 10 69.0 36.4 -0.9 16 JO.750 2E: 8.0 8.00 -4.8 16 80.0 31.7 0.9 0.874 23.00 0.001 0.0 Pipe: 18 0.0 0.0 16.00 150 35.5 9A 69.0 35.5 8.8 11 JO.750 T: 3.0 3.00 0.0 9 69.0 36.4 8.8 0.874 19.00 0.046 0.9 Pipe: 18A 0.0 0.0 10.00 150 35.5 9A 69.0 35.5 0.0 JO.750 T: 3.0 3.00 0.0 105 69.0 35.5 0.0 0.874 13.00 0.000 0.0 Pipe: 18B 0.0 0.0 18.00 150 35.5 105 69.0 35.5 0.0 JO.750 5E:20.0 20.00 0.0 104 69.0 35.5 0.0 0.874 38.00 0.000 0.0 Pipe: 18C 0.0 0.0 11.00 150 34.8 11 69.0 34.8 8.8 7 JO.750 E: 4.0 4.00 0.0 9A 69.0 35.5 8.8 0.874 15.00 0.046 0.7 Pipe: 19 0.0 1.9 9 15.00 150 36.4 10 69.0 36.4 -0.9 16 JO.750 2E: 8.0 8.00 -4.8 16 80.0 31.7 0.9 0.874 23.00 0.001 0.0 Pipe: 21 0.0 0.0 - 11.00 150 32.2 12 80.0 32.2 1.9 103 JO.750 E: 4.0 4.00 4.8 8 69.0 37.0 1.9 0.874 15.00 0.003 0.0 Pipe: 22 0.0 0.0 8.00 150 31.7 103 81.0 31.7 1.9 13 JO.750 2E: 8.0 11.00 0.4 12 80.0 32.2 1.9 0.874 T: 3.0 19.00 0.003 0.0 Notes (Pt) (Pe) (Pf) 31.7 0.0 0.0 31.3 0.0 0.4 31.3 0.0 0.0 31.3 0.0 0.0 31.3 0.0 0.0 31.7 -0.4 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/6/2019ERS\JOEP\DESKTOp\HASS DATA\OCEAN STREET RESIDENCE(1HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. Pipe: 23 0.0 0.0 4.50 150 13 81.0 31.7 1.9 14 JO.750 T: 3.0 3.00 103 81.0 31.7 1.9 0.874 7.50 0.003 Pipe: 24 0.0 0.0 78.0 74.00 150 14 81.0 31.3 1.9 16 JO.750 78.00 13 81.0 31.7 1.9 0.874 152.00 0.003 Pipe: 25 0.0 0.0 4.00 150 14 81.0 31.3 0.0 JO.750 T: 3.0 3.00 15 81.0 31.3 0.0 0.874 7.00 0.000 Pipe: 26 0.0 0.0 1.00 150 15 81.0 31.3 0.0 JO.750 E: 4.0 4.00 101 81.0 31.3 0.0 0.874 5.00 0.000 Pipe: 27 0.0 0.0 15.00 150 15 81.0 31.3 0.0 JO.750 2E: 8.0 8.00 102 81.0 31.3 0.0 0.874 23.00 0.000 Pipe: 28 0.0 0.9 10 7.00 150 16 80.0 31.7 0.9 10 JO.750 K: 4.0 7.00 14 81.0 31.3 1.9 0.874 T: 3.0 14.00 0.003 NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.062 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 12A. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(1HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPViv NPTee -------------------------------------------------------- F45Eli 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NTee -------------------------------------------------------- F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR OCEAN STREET RESIDENCE 2680 OCEAN STREET CARLSBAD, CA 92008 FILE NUMBER: C7468 DATE: AUGUST 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (8 BOR) SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 168 sq. ft. (MASTER BED) 16' X 16'-256 sq. ft. 2 sprinklers 27.4 gpm 32.4 gpm 27.4 gpm @ 45.4 psi 7/16 inch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. cm) u) 0 H 04 Q 0 0 U) sH (N ci) 4J 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDA) .SDF JOE TITLE: OCEAN STREET RESIDENCE 0 FzL 0 0 0 0 0 0 0 0 0 0 0 • H co W (N 0 I ci0U)U)U)U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 90.0 80.0 500.0 89.9 32.4 68.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 - 45.0 SOURCE 68.9 32.4 2 45.0 - - - - 64.3 - - - 2A 45.0 - - - - 60.3 - - - D 45.0 - - - - 59.8 - - - C 45.0 - - - - 54.8 - - - 3A 50.0 - - - - 51.0 - - - 3B 52.0 HOSE STREAM 47.1 5.0 3 54.0 - - - - 45.4 - - 4 56.0 - - - - 44.1 - - - 4A 56.0 - - - - 38.6 - - - 5 59.0 - - - - 34.5 - - - 6 59.0 - - - - 32.3 - - - 7 59.0 - - - - 31.7 - - - 8 69.0 - - - - 26.6 - - - 9 69.0 - - - - 25.4 - - - 9A 69.0 - - - - 26.2 - - - 10 69.0 - - - - 20.6 - - - 11 69.0 - - - - 26.8 - - - 12 80.0 - - - - 21.1 - - - 13 81.0 - - - - 19.3 - - - 14 81.0 - - - - 11.8 - - - 15 81.0 - - - - 9.2 - - - 16 80.0 - - - - 14.7 - - - 101 81.0 K= 4.90 8.6 14.4 102 81.0 K= 4.90 7.0 13.0 103 81.0 - - - - 19.7 - - - 104 69.0 - - - - 26.2 - - - 105 69.0 - - - - 26.2 - - - 106 59.0 - - - - 32.3 - - - 107 59.0 - - - - 32.3 - - - 108 59.0 - - - - 32.3 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDA) .SDF JOE TITLE: OCEAN STREET RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 64.3 2 45.0 64.3 32.4 2A K1.000 T: 6.0 7.00 0.0 1 45.0 68.9 32.4 0.995 G: 1.0 17.00 0.272 4.6 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 45.0 60.3 32.4 D 4.0 psi, 32.4 gpm 2 45.0 64.3 32.4 Pipe: 3 0.0 0.0 2.00 150 59.8 D 45.0 59.8 32.4 C L1.000 ---- 0.00 0.0 2A 45.0 60.3 32.4 1.025 2.00 0.235 0.5 Pipe: 4 0.0 Fixed Pressure Loss Device C 45.0 54.8 32.4 3A 5.0 psi, 32.4 gpm D 45.0 59.8 32.4 Pipe: 5 0.0 0.0 50.00 150 51.0 3A 50.0 51.0 32.4 3B E1.610 2E:12.1 12.09 2.2 C 45.0 54.8 32.4 1.610 62.09 0.026 1.6 Pipe: 6 H.S. 5.0 Disch 3.00 150 47.1 3B 52.0 47.1 27.4 3 L1.000 E: 3.0 10.00 0.9 3A 50.0 51.0 32.4 1.025 T: 7.0 13.00 0.235 3.1 Pipe: 7 0.0 0.0 2.00 150 45.4 3 54.0 45.4 27.4 4 J1.000 E: 5.0 5.00 0.9 3E 52.0 47.1 27.4 1.101 7.00 0.122 0.9 Pipe: 8 0.0 0.0 2.00 120 44.1 4 56.0 44.1 27.4 4A A1.000 ---- 0.00 0.9 3 54.0 45.4 27.4 1.049 2.00 0.233 0.5 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 560 38.6 27.4 5 5.5 psi, 27.4 gpm 4 56.0 44.1 27.4 Pipe: 10 0.0 8.4 6 8.00 150 34.5 5 59.0 34.5 19.0 8 J1.000 2E:10.0 15.00 1.3 4A 56.0 38.6 27.4 1.101 T: 5.0 23.00 0.122 2.8 Pipe: 11 0.0 9.2 12 11.50 150 26.6 8 69.0 26.6 9.9 9 JO.750 E: 4.0 7.00 4.3 5 59.0 34.5 19.0 0.874 T: 3.0 18.50 0.191 3.5 Pipe: 12 0.0 0.0 34.00 150 32.3 6 59.0 32.3 8.4 7 JO.750 2E: 8.0 17.00 0.0 5 59.0 34.5 8.4 0.874 3T: 9.0 51.00 0.042 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Fe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12A 0.0 0.0 8.00 150 32.3 6 59.0 32.3 0.0 JO.750 2E: 8.0 11.00 0.0 108 59.0 32.3 0.0 0.874 T: 3.0 19.00 0.000 0.0 Pipe: 12B 0.0 0.0 15.00 150 32.3 108 59.0 32.3 0.0 JO.750 T: 3.0 3.00 0.0 107 59.0 32.3 0.0 0.874 18.00 0.000 0.0 Pipe: 12C 0.0 0.0 32.00 150 32.3 107 59.0 32.3 0.0 JO.750 7E:28.0 28.00 0.0 106 59.0 32.3 0.0 0.874 60.00 0.000 0.0 Pipe: 13 0.0 0.0 10.00 150 31.7 7 59.0 31.7 8.4 11 JO.750 E: 4.0 4.00 0.0 6 59.0 32.3 8.4 0.874 14.00 0.042 0.6 Pipe: 14 0.0 0.0 10.00 150 26.8 11 69.0 26.8 8.4 9A JO.750 E: 4.0 4.00 4.3 7 59.0 31.7 8.4 0.874 14.00 0.042 0.6 Pipe: 15 0.0 18.2 10 18.00 150 25.4 9 69.0 25.4 -8.4 9A JO.750 T: 3.0 3.00 0.0 8 69.0 26.6 9.9 0.874 21.00 0.057 1.2 Pipe: 16 0.0 9.1 16 24.00 150 20.6 10 69.0 20.6 9.1 16 JO.750 T: 3.0 3.00 0.0 9 69.0 25.4 18.2 0.874 27.00 0.177 4.8 Pipe: 17 0.0 18.2 14 15.00 150 14.7 16 80.0 14.7 -9.1 10 JO.750 2E: 8.0 8.00 4.8 10 69.0 20.6 9.1 0.874 23.00 0.049 1.1 Pipe: 18 0.0 18.2 10 16.00 150 25.4 9 69.0 25.4 -9.9 8 JO.750 T: 3.0 3.00 0.0 9A 69.0 26.2 8.4 0.874 19.00 0.042 0.8 Pipe: 18A 0.0 0.0 10.00 150 26.2 9A 69.0 26.2 0.0 JO.750 T: 3.0 3.00 0.0 105 69.0 26.2 0.0 0.874 13.00 0.000 0.0 Pipe: 18B 0.0 0.0 18.00 150 26.2 105 69.0 26.2 0.0 JO.750 5E:20.0 20.00 0.0 104 69.0 26.2 0.0 0.874 38.00 0.000 0.0 Pipe: 18C 0.0 0.0 11.00 150 26.2 9A 69.0 26.2 8.4 9 JO.750 E: 4.0 4.00 0.0 11 69.0 26.8 8.4 0.874 15.00 0.042 0.6 Pipe: 19 0.0 18.2 14 15.00 150 14.7 16 80.0 14.7 -9.1 10 JO.750 2E: 8.0 8.00 4.8 10 69.0 20.6 9.1 0.874 23.00 0.049 1.1 Notes 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/6/2019ERS\JOEP\DESKTOp\HASS DATA\OCEAN STREET RESIDENCE (2HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 21 0.0 0.0 11.00 150 21.1 12 80.0 21.1 9.2 103 JO.750 E: 4.0 4.00 4.8 8 69.0 26.6 9.2 0.874 15.00 0.049 0.7 Pipe: 22 0.0 0.0 8.00 150 19.7 103 81.0 19.7 9.2 13 JO.750 2E: 8.0 11.00 0.4 12 80.0 21.1 9.2 0.874 T: 3.0 19.00 0.049 0.9 Pipe: 23 0.0 0.0 4.50 150 19.3 13 81.0 19.3 9.2 14 JO.750 T: 3.0 3.00 0.0 103 81.0 19.7 9.2 0.874 7.50 0.049 0.4 Pipe: 24 0.0 27.4 15 78.0 74.00 150 11.8 14 81.0 11.8 -18.2 16 JO.750 78.00 0.0 13 81.0 19.3 9.2 0.874 152.00 0.049 7.5 Pipe: 25 0.0 13.0 102 4.00 150 9.2 15 81.0 9.2 14.4 101 JO.750 T: 3.0 3.00 0.0 14 81.0 11.8 27.4 0.874 7.00 0.375 2.6 Pipe: 26 4.90 14.4 Disch 1.00 150 8.6 101 81.0 8.6 0.0 JO.750 E: 4.0 4.00 0.0 15 81.0 9.2 14.4 0.874 5.00 0.114 0.6 Pipe: 27 4.90 13.0 Disch 15.00 150 7.0 102 81.0 7.0 0.0 JO.750 25: 8.0 8.00 0.0 15 81.0 9.2 13.0 0.874 23.00 0.094 2.2 Pipe: 28 0.0 27.4 15 7.00 150 11.8 14 81.0 11.8 -9.2 13 JO.750 E: 4.0 7.00 0.4 16 80.0 14.7 18.2 0.874 T: 3.0 14.00 0.177 2.5 NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.065 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at pipe 25. Items listed in bold print on the cover sheet Notes D SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDA) .SDF JOB TITLE: OCEAN STREET RESIDENCE are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HNC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPV1v NTee -------------------------------------------------------- F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR OCEAN STREET RESIDENCE 2680 OCEAN STREET CARLSBAD, CA 92008 FILE NUMBER: C7468 DATE: AUGUST 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 375 sq. ft. (DINING/KITCHEN) COVERAGE PER SPRINKLER: 16' X 16'-256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 29.0 gpm TOTAL WATER REQUIRED (including hose): 34.0 gpm FLOW AND PRESSURE (8 BOR) : 29.0 gpm 8 39.4 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. ci) C-) I-i 0 0) cc) ci) H .4J 0 cci 4) 0 U) -H Q) 4J Fi 0 0 ow 4-1 B ci) (ci ci) i) 0 H (i) C') ci) ci) 0 41,0 (i) 0 (i)t I-i 0 4-) 0) I—i '< ' 44 ci)Q 0 ci) -1-) 4 Ii)") 0 H Cl) 0 -H 0 Cl) ci) 0) (1) C]) 0 -H Q 0 '04-i ci) •H C,) cli 0 H ('4 ci) -4-) 0 z B D Q 0 0 H cc) 0 0 0 co -H U) ci) H ci) c 0 z I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE rs 0 11-1 0 0 0 0 0 - . • • 0 0 0• 0 0 0 • CO C'-) 0 C-i)i041 '—Q0)-H---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/6/2019ERS\JOEp\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 90.0 80.0 500.0 89.9 34.0 64.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 34.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 29.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 45.0 SOURCE 64.0 34.0 2 45.0 - - - - 58.9 - - - 2A 45.0 - - - - 54.9 - - - D 45.0 - - - - 54.4 - - - C 45.0 - - - - 49.4 - - - 3A 50.0 - - - - 45.5 - - - 3B 52.0 HOSE STREAM 41.3 5.0 3 54.0 - - - - 39.4 - - - 4 56.0 - - - - 38.1 - - - 4A 56.0 - - - - 32.6 - - - 5 59.0 - - - - 28.2 - - - 6 59.0 - - - - 23.9 - - - 7 59.0 - - - - 22.8 - - - 8 69.0 - - - - 21.0 - - - 9 69.0 - - - - 18.9 - - - 9A 69.0 - - - - 16.0 - - - 10 69.0 - - - - 19.2 - - - 11 69.0 - - - - 17.3 - - - 12 80.0 - - - - 16.1 - - - 13 81.0 - - - - 15.4 - - - 14 81.0 - - - - 14.1 - - - 15 81.0 - - - - 14.1 - - - 16 80.0 - - - - 14.5 - - - 101 81.0 - - - - 14.1 - - - 102 81.0 - - - - 14.1 - - - 103 81.0 - - - - 15.5 - - - 104 69.0 K= 4.90 7.0 13.0 105 69.0 K= 4.90 10.6 16.0 106 59.0 - - - - 23.9 - - - 107 59.0 - - - - 23.9 - - - 108 59.0 - - - - 23.9 - - - 900 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 58.9 2 45.0 58.9 34.0 2A K1.000 T: 6.0 7.00 0.0 1 45.0 64.0 34.0 0.995 G: 1.0 17.00 0.297 5.0 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 45.0 54.9 34.0 D 4.0 psi, 34.0 gpm 2 45.0 58.9 34.0 Pipe: 3 0.0 0.0 2.00 150 54.4 D 45.0 54.4 34.0 C L1.000 ---- 0.00 0.0 2A 45.0 54.9 34.0 1.025 2.00 0.257 0.5 Pipe: 4 0.0 Fixed Pressure Loss Device C 45.0 49.4 34.0 3A 5.0 psi, 34.0 gpm D 45.0 54.4 34.0 Pipe: 5 0.0 0.0 50.00 150 45.5 3A 50.0 45.5 34.0 3B E1.610 2E:12.1 12.09 2.2 C 45.0 49.4 34.0 1.610 62.09 0.028 1.8 Pipe: 6 H.S. 5.0 Disch 3.00 150 41.3 33 52.0 41.3 29.0 3 L1.000 E: 3.0 10.00 0.9 3A 50.0 45.5 34.0 1.025 T: 7.0 13.00 0.257 3.3 Pipe: 7 0.0 0.0 2.00 150 39.4 3 54.0 39.4 29.0 4 J1.000 E: 5.0 5.00 0.9 3B 52.0 41.3 29.0 1.101 7.00 0.135 0.9 Pipe: 8 0.0 0.0 2.00 120 38.1 4 56.0 38.1 29.0 4A A1.000 ---- 0.00 0.9 3 54.0 39.4 29.0 1.049 2.00 0.258 0.5 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 56.0 32.6 29.0 5 5.5 psi, 29.0 gpm 4 56.0 38.1 29.0 Pipe: 10 0.0 12.1 6 8.00 150 28.2 5 59.0 28.2 16.9 8 J1.000 2E:10.0 15.00 1.3 4A 56.0 32.6 29.0 1.101 T: 5.0 23.00 0.135 3.1 Pipe: 11 0.0 3.6 12 11.50 150 21.0 8 69.0 21.0 13.3 9 JO.750 K: 4.0 7.00 4.3 5 59.0 28.2 16.9 0.874 T: 3.0 18.50 0.153 2.8 Pipe: 12 0.0 0.0 34.00 150 23.9 6 59.0 23.9 12.1 7 JO.750 2E: 8.0 17.00 0.0 5 59.0 28.2 12.1 0.874 3T: 9.0 51.00 0.083 4.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/6/2019ER5\JOEp\DE5KTOp\HASS DATA\OCEAN STREET RESIDENCE(2HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12A 0.0 0.0 8.00 150 23.9 6 59.0 23.9 0.0 JO.750 2E: 8.0 11.00 0.0 108 59.0 23.9 0.0 0.874 T: 3.0 19.00 0.000 0.0 Pipe: 123 0.0 0.0 15.00 150 23.9 108 59.0 23.9 0.0 JO.750 T: 3.0 3.00 0.0 107 59.0 23.9 0.0 0.874 18.00 0.000 0.0 Pipe: 12C 0.0 0.0 32.00 150 23.9 107 59.0 23.9 0.0 JO.750 7E:28.0 28.00 0.0 106 59.0 23.9 0.0 0.874 60.00 0.000 0.0 Pipe: 13 0.0 0.0 10.00 150 22.8 7 59.0 22.8 12.1 11 JO.750 E: 4.0 4.00 0.0 6 59.0 23.9 12.1 0.874 14.00 0.083 1.2 Pipe: 14 0.0 0.0 10.00 150 17.3 11 69.0 17.3 12.1 9A JO.750 E: 4.0 4.00 4.3 7 59.0 22.8 12.1 0.874 14.00 0.083 1.2 Pipe: 15 0.0 16.9 9A 18.00 150 18.9 9 69.0 18.9 -3.6 10 JO.750 T: 3.0 3.00 0.0 8 69.0 21.0 13.3 0.874 21.00 0.098 2.1 Pipe: 16 0.0 16.9 9A 24.00 150 18.9 9 69.0 18.9 -13.3 8 JO.750 T: 3.0 3.00 0.0 10 69.0 19.2 3.6 0.874 27.00 0.009 0.2 Pipe: 17 0.0 3.6 9 15.00 150 19.2 10 69.0 19.2 -1.8 16 JO.750 2E: 8.0 8.00 -4.8 16 80.0 14.5 1.8 0.874 23.00 0.002 0.1 Pipe: 18 0.0 29.0 105 16.00 150 16.0 9A 69.0 16.0 -12.1 11 JO.750 T: 3.0 3.00 0.0 9 69.0 18.9 16.9 0.874 19.00 0.153 2.9 Pipe: 18A 4.90 16.0 Disch 10.00 150 10.6 105 69.0 10.6 13.0 104 JO.750 T: 3.0 3.00 0.0 9A 69.0 16.0 29.0 0.874 13.00 0.416 5.4 Pipe: 183 4.90 13.0 Disch 18.00 150 7.0 104 69.0 7.0 0.0 JO.750 5E:20.0 20.00 0.0 105 69.0 10.6 13.0 0.874 38.00 0.094 3.6 Pipe: 18C 0.0 29.0 105 11.00 150 16.0 9A 69.0 16.0 -16.9 9 JO.750 E: 4.0 4.00 0.0 11 69.0 17.3 12.1 0.874 15.00 0.083 1.2 Pipe: 19 0.0 3.6 9 15.00 150 19.2 10 69.0 19.2 -1.8 16 JO.750 2E: 8.0 8.00 -4.8 16 80.0 14.5 1.8 0.874 23.00 0.002 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE (2HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 21 0.0 0.0 11.00 150 16.1 12 80.0 16.1 3.6 103 JO.750 E: 4.0 4.00 4.8 8 69.0 21.0 3.6 0.874 15.00 0.009 0.1 Pipe: 22 0.0 0.0 8.00 150 15.5 103 81.0 15.5 3.6 13 JO.750 2E: 8.0 11.00 0.4 12 80.0 16.1 3.6 0.874 T: 3.0 19.00 0.009 0.2 Pipe: 23 0.0 0.0 4.50 150 15.4 13 81.0 15.4 3.6 14 JO.750 T: 3.0 3.00 0.0 103 81.0 15.5 3.6 0.874 7.50 0.009 0.1 Pipe: 24 0.0 0.0 78.0 74.00 150 14.1 14 81.0 14.1 3.6 16 JO.750 78.00 0.0 13 81.0 15.4 3.6 0.874 152.00 0.009 1.3 Pipe: 25 0.0 0.0 4.00 150 14.1 14 81.0 14.1 0.0 JO.750 T: 3.0 3.00 0.0 15 81.0 14.1 0.0 0.874 7.00 0.000 0.0 Pipe: 26 0.0 0.0 1.00 150 14.1 15 81.0 14.1 0.0 JO.750 E: 4.0 4.00 0.0 101 81.0 14.1 0.0 0.874 5.00 0.000 0.0 Pipe: 27 0.0 0.0 15.00 150 14.1 15 81.0 14.1 0.0 JO.750 2E: 8.0 8.00 0.0 102 81.0 14.1 0.0 0.874 23.00 0.000 0.0 Pipe: 28 0.0 1.8 10 7.00 150 14.5 16 80.0 14.5 1.8 10 JO.750 E: 4.0 7.00 -0.4 14 81.0 14.1 3.6 0.874 T: 3.0 14.00 0.009 0.1 NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.019 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.5 ft/sec at pipe 18A. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/6/2019ERS\JOEp\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE (2HDB) .SDF JOB TITLE: OCEAN STREET RESIDENCE are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEli ChkVlv BfyVlv -------------------------------------------------------- GatVlv AlmChk DPViv NPTee F45E11 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B 0 A D N Ell Tee LngEll ChkVlv BfyViv -------------------------------------------------------- GatVlv AimChk DPVlv NTee F45E11 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HNC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR OCEAN STREET RESIDENCE 2680 OCEAN STREET CARLSBAD, CA 92008 FILE NUMBER: C7468 DATE: AUGUST 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 320 sq. ft. (GARAGE) COVERAGE PER SPRINKLER: 16' X 16'-256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 27.5 gpm TOTAL WATER REQUIRED (including hose): 32.5 gpm FLOW AND PRESSURE (8 BOR) : 27.5 gpm 8 33.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/6/2019ER5\JOEp\DESKTOp\HASS DATA\OCEAN STREET RESIDENCE (2HDC) .SDF JOB TITLE: OCEAN STREET RESIDENCE a 0 0 co U) 1) 4J0 H 4 U) 4-) a a 0 4J U) -H 04-) HO 5'O ow 4d 4-1 U) (Ii 0 U) H 4 (o U) a 0U) a o a HO 4) U) a 44 Q a a 4) (o a 0 -H U) 0 U) U) U) a a 0 -H 0 a 4-i a -H .0(1) U) a o H (N a 4) 0 z 0 0 0 0 0 0 0 0 0 0 0 0 • 00 k.0 (N 0 (DC(0 -QU) -H - -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDC) .SDF JOE TITLE: OCEAN STREET RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 90.0 80.0 500.0 89.9 32.5 57.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 45.0 SOURCE 57.5 32.5 2 45.0 - - - - 52.9 - - - 2A 45.0 - - - - 48.9 - - - D 45.0 - - - - 48.4 - - - C 45.0 - - - - 43.4 - - - 3A 50.0 - - - - 39.6 - - - 3B 52.0 HOSE STREAM 35.6 5.0 3 54.0 - - - - 33.9 - - - 4 56.0 - - - - 32.6 - - - 4A 56.0 - - - - 27.1 - - - 5 59.0 - - - - 23.0 - - - 6 59.0 - - - - 15.9 - - - 7 59.0 - - - - 17.0 - - - 8 69.0 - - - - 17.2 - - - 9 69.0 - - - - 16.2 - - - 9A 69.0 - - - - 14.8 - - - 10 69.0 - - - - 16.3 - - - 11 69.0 - - - - 13.7 - - - 12 80.0 - - - - 12.4 - - - 13 81.0 - - - - 11.9 - - - 14 81.0 - - - - 11.2 - - - 15 81.0 - - - - 11.2 - - - 16 80.0 - - - - 11.6 - - - 101 81.0 - - - - 11.2 - - - 102 81.0 - - - - 11.2 - - - 103 81.0 - - - - 11.9 - - - 104 69.0 - - - - 14.8 - - - 105 69.0 - - - - 14.8 - - - 106 59.0 - - - - 7.0 - - - 107 59.0 K= 4.90 7.0 13.0 108 59.0 K= 4.90 8.7 14.5 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/6/2019ERS\JOEp\DE5KTOp\HASS DATA\OCEAN STREET RESIDENCE(2HDC) .SDF JOE TITLE: OCEAN STREET RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 52.9 2 45.0 52.9 32.5 2A K1.000 T: 6.0 7.00 0.0 1 45.0 57.5 32.5 0.995 C: 1.0 17.00 0.273 4.6 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 45.0 48.9 32.5 D 4.0 psi, 32.5 gpm 2 45.0 52.9 32.5 Pipe: 3 0.0 0.0 2.00 150 48.4 D 45.0 48.4 32.5 C L1.000 ---- 0.00 0.0 2A 45.0 48.9 32.5 1.025 2.00 0.236 0.5 Pipe: 4 0.0 Fixed Pressure Loss Device 45.0 43.4 32.5 3A 5.0 psi, 32.5 gpm D 45.0 48.4 32.5 Pipe: 5 0.0 0.0 50.00 150 39.6 3A 50.0 39.6 32.5 3E E1.610 2E:12.1 12.09 2.2 C 45.0 43.4 32.5 1.610 62.09 0.026 1.6 Pipe: 6 H.S. 5.0 Disch 3.00 150 35.6 3B 52.0 35.6 27.5 3 L1.000 E: 3.0 10.00 0.9 3A 50.0 39.6 32.5 1.025 T: 7.0 13.00 0.236 3.1 Pipe: 7 0.0 0.0 2.00 150 33.9 3 54.0 33.9 27.5 4 J1.000 E: 5.0 5.00 0.9 3B 52.0 35.6 27.5 1.101 7.00 0.123 0.9 Pipe: 8 0.0 0.0 2.00 120 32.6 4 56.0 32.6 27.5 4A A1.000 ---- 0.00 0.9 3 54.0 33.9 27.5 1.049 2.00 0.234 0.5 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 56.0 27.1 27.5 5 5.5 psi, 27.5 gpm 4 56.0 32.6 27.5 Pipe: 10 0.0 16.0 6 8.00 150 23.0 5 59.0 23.0 11.5 8 J1.000 2E:10.0 15.00 1.3 4A 56.0 27.1 27.5 1.101 T: 5.0 23.00 0.123 2.8 Pipe: 11 0.0 2.4 12 '11.50 150 17.2 8 69.0 17.2 9.1 9 JO.750 E: 4.0 7.00 4.3 5 59.0 23.0 11.5 0.874 T: 3.0 18.50 0.075 1.4 Pipe: 12 0.0 27.5 108 34.00 150 15.9 6 59.0 15.9 -11.5 108 JO.750 2E: 8.0 17.00 0.0 5 59.0 23.0 16.0 0.874 3T: 9.0 51.00 0.139 7.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/6/2019ERS\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDC) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12A 4.90 14.5 Disch 8.00 150 8.7 108 59.0 8.7 13.0 107 JO.750 2E: 8.0 11.00 0.0 6 59.0 15.9 27.5 0.874 T: 3.0 19.00 0.377 7.2 Pipe: 123 4.90 13.0 Disch 15.00 150 7.0 107 59.0 7.0 0.0 JO.750 T: 3.0 3.00 0.0 108 59.0 8.7 13.0 0.874 18.00 0.094 1.7 Pipe: 12C 0.0 0.0 32.00 150 7.0 107 59.0 7.0 0.0 JO.750 7E:28.0 28.00 0.0 106 59.0 7.0 0.0 0.874 60.00 0.000 0.0 Pipe: 13 0.0 27.5 108 10.00 150 15.9 6 59.0 15.9 -16.0 5 JO.750 E: 4.0 4.00 0.0 7 59.0 17.0 11.5 0.874 14.00 0.075 1.1 Pipe: 14 0.0 0.0 10.00 150 17.0 7 59.0 17.0 11.5 6 JO.750 E: 4.0 4.00 -4.3 11 69.0 13.7 11.5 0.874 14.00 0.075 1.1 Pipe: 15 0.0 11.5 9A 18.00 150 16.2 9 69.0 16.2 -2.4 10 JO.750 T: 3.0 3.00 0.0 8 69.0 17.2 9.1 0.874 21.00 0.048 1.0 Pipe: 16 0.0 11.5 9A 24.00 150 16.2 9 69.0 16.2 -9.1 8 JO.750 T: 3.0 3.00 0.0 10 69.0 16.3 2.4 0.874 27.00 0.004 0.1 Pipe: 17 0.0 2.4 9 15.00 150 16.3 10 69.0 16.3 -1.2 16 JO.750 2E: 8.0 8.00 -4.8 16 80.0 11.6 1.2 0.874 23.00 0.001 0.0 Pipe: 18 0.0 0.0 16.00 150 14.8 9A 69.0 14.8 11.5 11 JO.750 T: 3.0 3.00 0.0 9 69.0 16.2 11.5 0.874 19.00 0.075 1.4 Pipe: 18A 0.0 0.0 10.00 150 14.8 9A 69.0 14.8 0.0 JO.750 T: 3.0 3.00 0.0 105 69.0 14.8 0.0 0.874 13.00 0.000 0.0 Pipe: 183 0.0 0.0 18.00 150 14.8 105 69.0 14.8 0.0 JO.750 5E:20.0 20.00 0.0 104 69.0 14.8 0.0 0.874 38.00 0.000 0.0 Pipe: 18C 0.0 0.0 11.00 150 13.7 11 69.0 13.7 11.5 7 JO.750 E: 4.0 4.00 0.0 9A 69.0 14.8 11.5 0.874 15.00 0.075 1.1 Pipe: 19 0.0 2.4 9 15.00 150 16.3 10 69.0 16.3 -1.2 16 JO.750 2E: 8.0 8.00 -4.8 16 80.0 11.6 1.2 0.874 23.00 0.001 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/6/2019ERS\JQEP\DESKTOp\HASS DATA\OCEAN STREET RESIDENCE (2HDC) .SDF JOB TITLE: OCEAN STREET RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 21 0.0 0.0 11.00 150 12.4 12 80.0 12.4 2.4 103 JO.750 E: 4.0 4.00 4.8 8 69.0 17.2 2.4 0.874 15.00 0.004 0.1 Pipe: 22 0.0 0.0 8.00 150 11.9 103 81.0 11.9 2.4 13 JO.750 2E: 8.0 11.00 0.4 12 80.0 12.4 2.4 0.874 T: 3.0 19.00 0.004 0.1 Pipe: 23 0.0 0.0. 4.50 150 11.9 13 81.0 11.9 2.4 14 JO.750 T: 3.0 3.00 0.0 103 81.0 11.9 2.4 0.874 7.50 0.004 0.0 Pipe: 24 0.0 0.0 78.0 74.00 150 11.2 14 81.0 11.2 2.4 16 JO.750 78.00 0.0 13 81.0 11.9 2.4 0.874 152.00 0.004 0.6 Pipe: 25 0.0 0.0 4.00 150 11.2 14 81.0 11.2 0.0 JO.750 T: 3.0 3.00 0.0 15 81.0 11.2 0.0 0.874 7.00 0.000 0.0 Pipe: 26 0.0 0.0 1.00 150 11.2 15 81.0 11.2 0.0 JO.750 E: 4.0 4.00 0.0 101 81.0 11.2 .0.0 0.874 5.00 0.000 0.0 Pipe: 27 0.0 0.0 15.00 150 11.2 15 81.0 11.2 0.0 J0.750 2E: 8.0 8.00 0.0 102 81.0 11.2 0.0 0.874 23.00 0.000 0.0 Pipe: 28 0.0 1.2 10 7.00 150 11.6 16 80.0 11.6 1.2 10 JO.750 E: 4.0 7.00 -0.4 14 81.0 11.2 2.4 0.874 T: 3.0 14.00 0.004 0.1 NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.014 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at pipe 12A. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAtJ C ANALYSIS Page 7 DATE: 8/6/2019ER5\JOEP\DESKTOP\HASS DATA\OCEAN STREET RESIDENCE(2HDC) .SDF JOB TITLE: OCEAN STREET RESIDENCE are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli -------------------------------------------------------- Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee F45Eil 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv -------------------------------------------------------- GatVlv AlmChk DPVlv NTee F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFFA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 FPR20I9-0158 2680 OCEAN ST OCEAN ST RESIDENCE - 13D SYSTEM FOR NEW SFR DEV2017-0016 2031411000 81712019 FPR20I9-0158 As 01 Ak, We 1(1.4.4(a) Presstzi-c Losces in psi in Witci- i-Iters ffF%~M --01158 - MeterSize .-. Ho"'ji ) l.., iii; (in.) I8 or- k;ss (68) 23 87) — 26(98) 3! ))7 35) ((4$) 52(11)7) - -'H15 mm) 6 (0(17 t.1-1, i-i (0.67 h;;e( 18 )1 2 hi 2011.5 la; 32(2.6 5(20 fin;) 7 10,48 I;;;;) I I 11711 len-i II (1.5 i;;;;) 22:!.: (eel '(7 (2-I 1 (25 mm) 2 Of I -i I;;;;) :5(0.21 ('or] (1.2] (;.,; 2, 6 (ft-lI h;n') II) (II ((H 1(5(40 ruin) I (11.07 h;u; 1(;I7 l,;' "H; )' i;;;;; ') 0. 1 1 (Nih l;;'] 7 (II 2 (50 Inn) (0.1)7 (ar;) (0.07 eel H' 7h. 'i I (207 ,;,;') '))))( ire;') S (N 21 bar' no SI riOts, I pin 3.,$e .. rn;;;; 1 en. i;;; m,rsurinin'nn cried inn' 1, ,,;';rnn)o;rh. 'Ike syslciin (lou' rim; shill inc i;i(,((she;l 1;; i'iili Sccijons 10 1 non') 10.2. :1101 it shell lU; del,;;'irnenl that the llow ;rllon'enf le' Liìe' whit';- noire rn;;'n'Is or exceeds Ow sst;;ii demand nrc) In:' he' nec;! 1;-;n;eo.1 HOW does i'oi csr;cn'el the; rr;ax:;000; (l(r)\ Nl10v1'(lh\i,hu piping 5851eu'l (ifllip(.ile'it N. "I'hc whiten presSure i ll t he 'in-ni sled) Ire' ihie; ;;ennn"i. (1) Pipe sizes shall he seln:';lec). M* PI'eSSIIrC loss free en islrter nuclei', i1 m, s)i:dl he de;r;r' ninicel enrich r)ec;i;etcrf lisill ()ill' oh' Un,' (a) 'l'bbk' 1(1.4.-) shill Iw permit w(.1 i, be use), "Cii v.I'nei'i' mite sp;'in'tkler densunonl (low e';ftc'ne;Ls Iii; Itt(:ticl'S r:nc;d n.;,rrntitntn,nis lIre". (I:) .l'liglner pr'essirr'v I ssi-;s speedier) Isv inc liri'i,'r slt;'ilf be- Ni:')) o; ))l;n(' il chosc spe:'ihn;r) ill 11thleIRM00. (es l,.rruei' ii'cssorn; 1.5n;S slinIh hc peiii'iii(,'d li N(' uceI ivh-i'' SO))pol'lnrlN nkit;n lie' 1,';rovintcd Ire lii'.; Incise in f:;rc It; 'ci'. (cr) Pressure loss for efee';it iou sin)) be t'ir;rlue'ned is follows; () F(;ifrliiti,' l;,'i6lni il<'e'i.; sill -n') (1; 1 -- 0.136 )n;')'sslu';; Abs (psi) 00 l)tiiidiitg Ilei.(iu :;)r.';v.' soc-i inn( -. 11.1)08 = irs- sure lOSS (mu) '6)5' Pressure losses fruit; the cill Oitui to tIre; inside' eoii';il valve shall he deui;nci,e I he llolllifil\'1054 1111 ))rC'SslftY loss associ;nt,-rl wiih tin; 1i13,.; ;ri;ntxe'r;al ht Un; iii) (;:ii5)iIi(0 of pipe ill 'cci. ()to;i.e'ls). (7) Presst.ii'e Iris; liii' pipini eiii,lniii ike Iaiil()irig sli:il) Ire deduc.ie;cl he rrnnlupie'0e4 he p;r;'ssnli'e l;;"'s:r';s;''en;it('c) w;th Ow ripe lnhl),n;ri:nl he the ultal !n''n''ilu'.) 4 pipe en Pei (nici,ei's) - (5) l'i'csoi'i' loss Sr'; e:rlees:'irir,l hiiio5)s sh:Ui he dediiei(' (I :1.' ir,l lr's's; (a) The; sirfee's hI(S):) liii iitp's hmll tilt!' C 61) i'! i'ile'e it. un'; farthest sprnihlce .sli:nll h r'ouo'd. (h) 'Ike C(fui\'ilt'ni lemt2i)r for i-is)'; \;ilvn: ui;) )iu;r;5) ens in 'I'efi)e IH.I.l(Is), l:-nitle l(;.'i,-)bl, or ...able 104.4(e'l shall he deiermnir,cd 'Ii' v:nlon'i;idclerl in:' oht;oin ilic ictal equivalent )eoeiIi In;' each pipe SizT,. fits; c'n;uie'ali;nii leiii,1i11 f'nr each size; shall he nnrnilti- plo-el be (h;' ]'lI'''ss;.lic loss ;lssnciitcr) with dw (np' it;:ueii:il ilod (lu' eahlcs lciihrl2cl. (0) I;; ;niulule;ec'I l'';iildi 05)5, ilne snips in 10.4.4(1) thn'(mngh lo.'l.-()-shall fin,' ri;pe:tin-)l tO Si/C piping for. each llor.n'. (10) II 111e 'e ill :n;;ti i05' frressori'' is less than the cnpr-ra[rnnn pies. sure esihlishcrl he the ie'sniiig l:rbrni'aury fine the sprin. 21cr lseiiig used. the sprinkler 5551Cm shall l,e ieUcs;c'ri id. (1.1) If il';n: n'em:nonnog pi'cssiirr ;s higher than n'eciuncc1, smenilci' pnpn'it4 shill sn' pe'rrnii.icclt( be uSer) isirerejoso- I eel (15)1 'bhr; r(;lttiil0 5 pipol"4 I....ill he sizil Olt, ,s;rrue' as lw f:npri5) np in intO odor) ir;' i ll(, 15nn'n best sprinkler unless .siin:'nller pr):)e; si'i.es ;irr.- lersti iCr! In' c:iin:ufannns, 10.4.:) Ill snze poi rig len' systcn'ris wiihn an elei':ninirf utile, punip, or pii'.iip—i:iitk enni'nbnientnon'n, lhC I)IeSS111-C ii t.hC w;rien' supple ouil;;i eh:.nli he nleierrnirnc'cl and the steps its 104,1(3), (4). (7), (5).)6(,(10).:l;'ul ii)'; shall he f'ollnrwr'rl. fOlk flvii;':ninlii' e':nh,'iil;;inr,nt pr(h'n' s.lnnres in accordance es'ttl') NFIIA I :) .sh:l) he used lire 4nirl-lvpl] systems, 01,7 I I erlr:ru Ii;' n.",lle)nl;; ''ui I r;'on,ednin'es ill biecrnrilanee (si di IS shill h5' insen) Ir;r I;;n'rpn;ih-tspc S\'stettts, I 0.4.8 l'hsilr:nmnlnn': c:rlcmnl;itr'.ns ii'i,;ce;ditri';s in :nccrsi'd:rinee: with Nfl_A IS shall In; use' d Inn' ss5ietins coiln('Cl.e(l 05 ;ils' whiten' )i't;ii;ts n;l )y55 dn o 'I iii i' ((lb M111) ill rfianni'iei', 10,1,11 Presen'iptive Pipr; Sizing Method. Pipe' shall he si'iecl I' mlr'uer;'niniint: h ':innil:shli' piessui'e to c,f'keu f'i'ictiont less ill upnn5 inn0 idr,'mrtil'e"iirg a P'I'' irnaii'ri;nl. di;niiietvi'. mimI hengih iisi.;t4 iIi: r"ql;;nlinsrn ill 1(1.1.9.1 nrc) tIne pi'oeerlrii'e' it, 0.4,0.2. Table 10.1.4(b) Lqinivali;rit l.imrigl;ti in Hal of liilninng.s arid \";nli'e.s for Schnr':dnile 40 Steel Pipe (mrS.' ''5'' ti6nrirr,n€'r' iS fli;np 'c e- till Li'rp'er; R:ndirrs lit rn i,,n'r,,;d sin';,141r1 I';nlnihi'ir (lir.) - EIbo'n 1(0.3) ln me 7 'll;i,n;, httnrr,n' '0,6;;;; (Ill ile'grreesi 7-i';,;;, ilnn';nnrgini 2116,,',; C;rnn' Val": I; Ar;51e Valve' 123.7;r; (lobe \';rlvr; 75 5.5,;;' \';rl"e 15 ('tin;) Crick V'.rlve 'I (t,2nrn1 Cher'i Val. 501;i;) I (25 mm) ( 'in in) I 11)3 ;; ; II I ; ; 2 it,fj m, i UI) mm (I) ; n) 1 I , I ; ; 5 ;; ; I ;', m i 1 I ; (h,, cm I; MS ll 2(50nr,rri) 2i),6n;;( -),S;;;i ill;; I ;;]'u;;:snn;n'.; 1 ie;1;( ii ':7:;;;;' 577.6 ;;;i i's.7,,;n, 7)3,1 ni) II 01 A sri' SI CritiC., I in, - n i]'. or 2016 Edit;ois ZURN L©e ©2 WILKINS Double Check Valve Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (All sizes approved horizontal. Vertical approvals as listed below.) ASSE® Listed 1015 (vertical 3/4", 1 1/2" & 2") IAPMO® Listed (vertical 11/2", 2") GSA® Listed (vertical 3/4", 1 1/2" & 2") AWWA Compliant C510 (vertical 3/4") UL® Classified (less shut-off valves only) C-UL® Classified (less shut-off valves only) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (vertical 3/4") City of Los Angeles Approved (vertical 11/2', 2") NYC MEA 426-89-M VOL 3 Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Internals Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrite (FDA approved) Polymers NorylTM, NSF Listed Springs Stainless steel, 300 series Features Sizes: 3/4", 1", 11/2", 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B 1.20.1 Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) O - with full port QT ball valves (standard) LI L - less ball valves LI U - with union ball valves o S - with bronze "Y" type strainer LI TCU - with test cocks "vertical" up LI V - with union swivel elbows (3/4" & 1") LI OSY - with OS & Y gate valves LI FDC - with fire hydrant connection (2" only) LI FT - with integral male 450 flare SAE test fitting LI PF - with Z-BiteTM push fit connections* (1/2-1" only) LI PR - with ZPressTM press fit connections* *Fittings ship in box with valve and must be threaded into valve by hand on site. Accessories LI Repair kit (rubber only) LI Thermal expansion tank (Model XI) LI QT-SET Quick Test Fitting Set C A G DIMENSIONS (approximate) WEIGHT MODEL A UNION LESS WITH SIZE A BALL B LESS BALL c D E F G BALL BALL VALVES VALVES VALVES VALVES in. mm in. mm in. Imm in. Imm in. Imm in. mm in. Imm in. Imm in. mm I lbs kg lbs. kg 3/4 20 111/4 286 121/2 318 7 178 11/2 38 3 76 31/2 89 3 76 15 381 5 2.3 7 3.2 1 25 121/4 311 137/8 353 7 178 11/2 38 1 3 76 31/2 89 3 76 173/4 451 8 3.6 12 5.4 11/2 40 171/8 435 191/8 486 109/16 268 2 51 31/2 89 41/2 114 41/2 114 223/4 578 16 7.3 22 10 2 50 18 1/41460 20 508 1 109/16 268 2 51 31/2 89 41/2 114 41/2 114 251/8 638 16 7.3 28 12.7 *Size 1-1/4" Discontinued Zurn Industries, LLC I Wilkins Rev.E 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 8/17 In Canada I Zurn Industries Limited Document No. BF-950XL 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Product No. Model 950XL www•zurncom I Page 1 of 2 Flow Characteristics Rated Flow (established by approval agencies) MODEL 950XL 3/4", 1", 1 1/2° & 2" (STANDARD & METRIC) FLOW RATES (Its) 35 a. S ZS 10 :s 80 I 50 100 150 200 250 FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe Pipe size 5ff/sec 7.5 ft/sec lOft/sec 15 ft/sec 1/8 1 1 2 3 1/4' 2 2 3 5 3/8 3 4 6 9 1/2 5 7 9 14 3/4' 8 12 17 25 13 20 27 40 1 1/4 23 35 47 70 1 1/2 32 48 63 95 52 78 105 167 DIRECTION OF FLOW OUTDOOR INSTALLATION INDOOR INSTALLATION Specifications The Double Check Valve Backf low Preventer shall be ASSE® Listed 1015 approved, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat rings and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the device from the line. The Double Check Valve Backflow Preventer shall be a ZURN WILKINS Model 950XL. Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 Item Description 1 Manifold Body, Male Thread x Male Thread 2 Inline Check Valve, Spring Loaded 3 Flow Switch with Retard 4 Drain Valve, with optional pressure relief valve 5 Pressure Gauge, 0-300 psi National Fire Products, LLC RESt-RISERTM The RESI-RISERTM is a pre-assembled, compact, attractive fire sprinkler riser unit for residential sprinkler systems in accordance with NFPA 13, 13R and 13D. The RESI-RISERTM manifold is manufactured as a one- piece casting that is air-tested for leaks. Raised lettering on both sides allows the RESI-RISERTM to be installed to the right or left and easily identifies the flow direction and Test and Drain outlet. Two mounting legs are molded onto the manifold allowing for a secure right or left anchoring. The flow switch has dual SPDT switches and a retard of 0-90 seconds. An optional "all in one" cost saving combination Pressure Relief Valve/Test and Drain Valve is available. The RESI-RISERTM unique design gives the ability to be installed within standard 2 x 4 frame construction. Every size RESl-RISERTM fits within a 2 x 4 wall framed at 16 inches on center. Technical Data Sizes: 1", 136", 1Y2", and 2" Style: Thread x Thread Listing: Flow Switch and Pressure Gauge are UL Listed Finish (Riser Body): Cast Brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi Pressure Relief Valve/Test and Drain US Patent # 6,076,545 RESI-RISERTM Size Chart Description 1" 1%" 11/2" 2" Height* 13" 13" 13" 13" Width** 10-3/4" 11-1/2" 12" 12-1/2" Depth 3-1/2" 3-1/2" 3-1/2" 3-1/2" Drain Size 1/2" 1" 1" 1" Dimensions include all spacing needed to operate drain valve and remove flow switch cover * Without check valve ** With or without pressure relief valve © National Fire Products, LLC (800) 528-7978 Pressure Loss Tables Pressure Loss in 1" Resi-Riser 12 Relieving Pressure Exceeding 175 psi 0 10 15 20 25 30 35 40 Flow (gpm) Pressure Loss in 1-1/4" Resi-Riser ----N--..-- I NMII1!!- --.---- No I I I I I I .1 Pressure Relief/Test and Drain How it Works Normal Position - Static Pressure 10 Manual Open - Drain or Flow Switch Test Flow (gpm) Pressure Loss in 1-1/2" Resi-Riser 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 Flow (gpm) Pressure Loss in 2" Resi-Riser Locked Closed for Hydrostatic Test 6 0 15 25 35 45 55 65 75 85 95 Flow (gpm) © National Fire Products, LLC (800) 528-7978 I 01 0 SENJU SPRINKLER CO.,LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent. Model: RC-RES, K-Factor: 4.9. SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 131); wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 1313; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar112) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Mode! RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities ha ving jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No. U085160 Date Feb/09/2015 OPERATION Page . 2 of 8 2—il6" ( 52mm) NPT1/2 Marking —Lot No Year of Manufacture L / SIN : SS8464 K—foctor :/ Temperoture Rating: 162'F/72C E —UL Mark or I75F/79C —Control No. : 6P37 j 4 (—NSF Mork : NSF-61—G LRES SPKR D "J Body (Copper Alloy) lt Deflector (Phosphorus Bronze) t Gosket(PTFE) _____________ ® Fusible Metal (Solder) (5 Heat Collector (Copper) 2— /8" (0 68mm) Cover Plate Assembly or 3-Y4" (83mm) or 2— 5/s"square (068mm) FIGURE 1. Model RC-RES K-4.9 Color Code SIN S58464 K— foctor: 64.9 Temperature Rating I6ZFf72c or I757/79*C UL Mark CED COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) TECHNICAL DATA Approvals: 0UL5 Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/p5i112 (70.6 LPM/bar12) Temperature Rating: 1621 (72°C) Sprinkler with 1401 (60°C) Cover Plate 1751 (79°C) Sprinkler with 1621 (72°C) Cover Plate Color Code (Sprinkler) 1621 (729C): Uncolored 1751 (79°C): White Color Code (Cover Plate) 1401 (600C): No Mark 1621 (720C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any customi orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figure 1 In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) Normal Condition ' Cover Plate Operation ' Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purpose only) Document No. U085 160 Date . Feb/09/2015 Page : 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not coverage by the following instructions, should be submitted to Contact Company. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radically outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as small as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided with the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D or 13R for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to exposure to a heat sources other than an actual fire. Precautionary Warnings for Corrosive Environments The Model RC-RES should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for the copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM 8813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for system designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the followings; The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. Document No.U085160 Date : Feb/09/2015 Page 4 of 8 A minimum discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area' comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 Maximum Ordinary Intermediate Coverag e Maximum Temperature Rating Temperature Rating Deflector Minimum Area Spacing 162"F (72°C) 175'F (79°C) to Installation Spacing Flow Pressure Flow " Pressure Ft. x Ft. Ft. Ceiling Type Ft. (mxm) (m) GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) 3/8 to 7/8 Inches. 1014 14 13 7.0 13 7.0 Beamed (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Ceilings per NFPA 16x16 16 13 7.0 14 8.2 13D,13R Concealed 8 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 18X18 18 17 12.0 18 13.5 3/8 to (5.5x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) 7/8 inches 20x20 20 21 18.4 below (6.1x6.1) (6.1) (79.5) (1.27) - bottom of beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM/LPM from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions. NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No.U085160 Date : Feb/09/2015 Page 5 of 8 Use a torque of 7 to 14 ft.lbs (9.5 to 19. Min) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Installina Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inch (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 4). The grooves of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired the Protective Cap may also be used-to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with the 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the Tolerance Limit of Ceiling Level" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here __.Nj Do NOT Mm. (3.2mm) t Tol T E of eronceLimit Protective Cap eiling Level AveJ" (6.4mm) Over—Tighten cTgpe on the Sprinkler Ceilin , Groove of the Socket Mounting Surface _ Wrench 2-t/,"(6Omm) Mounting Surface Socket Ceiling Hole Diameter FIGURE 3. INSTALLATION FIGURE 4 Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just comes in contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has come in contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening of the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot come in contact with the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6 Document No.U085160 Date Feb/09/2015 Page 6 of 8 Sprinkler Head __________ Step 11 Cap -protective Co Remover RC Hook by turning Step 2 Step 3 4 Pull down FIGURE 5. PROTECTIVE CAP REMOVAL Document No. U085160 Date Feb/09/2015 Page : 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40T14 t to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities and all affected by this action parties must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler systems to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must never be shipped or stored where the temperature exceeds 1 00 /38°C. Automatic sprinkler must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units, as a result of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A Hydraulic Design Criteria'). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verity that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing, its compliance with this documents, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No.U085160 Date : Feb/09/2015 Page 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Specify, Temp. and Finish). Sprinkler: Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C)) Cover Plate Assembly: 2-5/8 inch (0 68mm) or 3-1/4 inch (q5 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Wood grain Custom Color Custom Pattern 2-5/8" Round, 140°F 0 0 - - - 0 - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - 0 0 Tools for Installation of Model: RC-RES Socket for Model RC-RES Wrench & Socket for Model RC-RES Cap Remover RC Document No. U085160 Date . Feb/09/2015 flf g1Zoj CL 05 8 Bulletin 135 May 2019 Model F1 Res Series Glass Bulb Residential Sprinklers cULus Listed Features cULus Listed Residential Sprinklers Available in pendent and horizontal sidewall orientations Decorative finishes available, including recessed escutch- eons and conical concealed cover plates Product Description Model F1 Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The FiRes Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model F1 Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The Model F1 Res residential sprin- klers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 13D. For NFPA 13R and NFPA 13D applications, the design flow and pressure shall not be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this Bulletin, For NFPA 13 applications, the design density shall be a minimum of 0.1 gpm/sf (4.1 mm/ mm), but in no case shall the flow and pressure be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin. Model Fl Res Series sprinklers are listed for use in wet systems only. Residential Sprinkler Summary Sprinkler Sprinkler K-Factor Thread Size Max. Coverage Area Model Identification Orientation gpmlpsiv2 NPTorlSO7-1 Installation Options ftxft(mxm) Number (SIN) (lpmIbar) F1Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16 (4.9 x 4.9) FiRes49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) FiRes76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20x20(6.1 x6.1) F1Res30CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed or Recessed 14x 14(4.3x4.3) F1Res49CCP R3516 Pendent 4.9(71) 1/2 Conical Concealed or 20x20(6.1 x6.1) Recessed F1Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed or Recessed 20x20(6.1 x6.1) F1Res76CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed or 20x20(6.1 x6.1) Recessed F1Res44 HSW R3531 Horizontal Sidewall 4.4(63) 1/2 Recessed 16 x 20(4.9 x 6.1) F1Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) FiRes 58 RA3533 Horizontal Sidewall 5.8 (84) 1/2 Recessed 14 x 26 (4.3 x 7.9) HSWX www.reliablesprinkler.com jofio.5ffl Technical Specifications Finishes (See Table N) Style: Pendent and Recessed Pendent Threads: 1/2' NPT or 1507-1 R1/2 Temperature Ratings Nominal K-Factor: 4.9 (71 metric) 155°F (68°C) Max. Working Pressure: 175 psi (12 bar) 175°F (79°C) Material Specifications Recessed Escutcheons ', f Thermal Sensor: 3 mm glass-bulb Fl Recessed / Sprinkler Frame: Brass Alloy F2 Recessed Button: Copper Alloy FV Recessed* Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Sprinkler Wrenches Deflector: Bronze Alloy Model W2 Model GFR2_(Recessed) * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4" (57mm) 2-1/4 (57mm) I 1-15/16' to finished 1-15/16 to finished DIA. Face of fitting (49mm) DIA. ceiling (4 mm) DIA. ceiling 1/2 (13mm) 5/8(16mm) +/- 114"(6mm) Face of fitting 1-3/4 (44mm) +1-3/8(9mm) _ H 2-1/4 (57) 1-5/8" (41mm) +/- 1/4(6mm) /8" (9mm) 27/8 (72mm)DlA l32mm) - " . —2-7/8" (72mm) DIA.— Dimensions Fl Recessed Escutcheon Installation F2 & P/ Recessed Escutcheon Installation Model F1Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systemst" Maximum Coverage Area121 ft. x ft. (m x m) Flow gpm (I/mm) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12(3.7 x 3.7) 13(49) 7.0(0.48) 1(04 inches (25 to 100 mm) 14 x 14 (4.3 x 4.3) 13 (49) 7,0 (0.48) 16 x 16(4.9 x 4.9) 13(49) 7.0 (0.48) 18 x 18(5.5 x 5.5) 17(64) 12.0 (0.83) 20x20(6.1 x6.1) 20(76) 16.7(1.15) 12 x 12 (3.7 x 3.7) 15 (57) 9.4 (0.65) 4 to 8 inches (100 to 200 mm) 14 x 14(4.3 x 4.3) 16(61) 10.7 (0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0(0.83) 18x 18(5.5x5.5) 19(72) 15.0 (1.03) 20 x 20(6.1 x 6.1) 22(83) 20.2(l.39) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 135 Page 3 of 15 May 2019 Rellabld www.reliablesprinkler.com ank f?VCL opot5g tqco Fire Protection Products Worldwide Contacts www.tyco-fire.com BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description TYCO CPVC Pipe and Fittings pro- duced by Tyco Fire Protection Prod- ucts (TFPP) are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specially developed thermo- plastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. IL.)ILg The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Technical Data Sizes 3/4 Inch thru 3 Inch Maximum Working Pressure 175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved City of Los Angeles (Refer to Installation Handbook IH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) ASTM F439 (Sch. 80) ASTM F1970 Color Orange Installation TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook IH-1900 dated April 2016. Page 1 of 2 APRIL 2016 TFPI9I5 ?)O r =- Al TFPI9I5 Page 2 of 2 Care and Maintenance TYCO CPVC Pipe and Fittings are to be maintained and serviced in accordance with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone _+1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tyco BLAZEMASTER is a trademark of The Lubrizol Corporation. Fire Protection Products Eol ill 251, . ARGCO Ell STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC 'For mounting CPVC pipe to wood 'Flared edges help protect CPVC Galvanized steel 'Supplied with #10 hex head cap screws 'Complies with the static load requirements of NFPA® 13 Suitable for fire protection installations Eliminates spacers or backup blocks Easy installation CuS File VlXH.EX6587 Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 3/8" thickness. Provides vertical/lateral restraint and prevents upward movement of the pipe that supplies pendant fire sprinkler below ceiling. All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. top mount bott , mount side mount Installation: Per NFPA 13, 13R and 13D. (See attached) Space by pipe type. Install into wood, concrete or steel. Snap over pipe then squeeze strap back allowing pipe to slide Fasteners: Wood - 3/4" to 3" CPVC Pipe - wood screw - no pre-drill 3/4" to 2" Copper Pipe - wood screw - no pre-drill 3/4102" Steel Pipe - 1/4" x 1-1/2" lag screw - no pre-drill Steel - 3/4" to 3" CPVC Pipe - 1/4" TEK screw 3/4" to 2" Copper Pipe - 1/4" TEK screw 3/4" to 2" Steel Pipe - 1/4" TEK screw MAX. HANGER size part # A B SPAC.INfl ERICO 3/4" 2.69" 3.25" 67" 597811 2.94" 3.25" 70" 597812 1-1/4" /4 A25-30-180-1-1/2 3.31" 3.25" 79" 597813 1.1/2" /2 3.56" '5" 82" 597814 4.06" 5" 94" 597815 The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 515 cPvc DOUBLE OFFSET HANGER Hanger/Restrainer I, SIZE-SYSTEM PIPE: 3/4" and MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231 WTED PATENT - No. 6,702,236 VA FUNCTION - Support horizontal CPVC pipe. Provides listed vertical/horizontal restraint and prevents Hanger/Restrainer upward movement of pipe from pendent sprinkler discharge. INSTALLATION - Per these instructions including NPFA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. FASTENERS - UL Listed per NFPA 13. #904 screw in wood - no pre-drill. FEATURES * Double 1 1/2' offset * Common center-line for 3/4" and 1". * Offset edge eliminates abrasion. * Required AFCON #904 screw included - 3/8" hex head. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to he compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIM ER -A FCON will NOT warrant against the failure of its products when used in combination with other products, pans or systems not manufactured or said by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or nrofit. when non-AFCON oroducts have been, or are used. 11/13 Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached using 2 hex head self-threading screws (supplied) Sus File VIXH.EX6587 HEX HEAD SCREWS ARGCO Em. CPVC TWO HOLE STRAP Galvanized steel construction SNAP CPVC PIPE INTO HANGER. MOUNT HANGER TO UNDERSIDE OF BEAM WITH SCREWS PROVIDED. MAY ALSO BE USED ON TOP SIDE OF BEAM. part # size 25-30-283 3/4" 25-30-284 1" 25-30-285 1-1/4" 25-30-286 1-1/2" 25-30-287 2" Galvanized steel, supplied with hex slotted screws The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM CROSS REFERENCE Size Item # TflI r.ne i P pir.r)e 3/4" 25-30-175-3/4 012845 597827 1" 25-30-175-1 012869 597828 1-1/4" IPS 25-30-175-1-1/4 012876 597829 1-1/2' 1 P 25-30-175-1-1/2 012883 597831 2" IPS 25-30-175-2 012890 597832 ARGCO CPVC Two-Hole 90 0 Side Mount Strap Top or bottom beam installation Galvanized steel, supplied with I" hex screws cus File VIXH.EX6587 Snap CPVC pipe hanger into hanger. Dimples hold pipe in place. Mount hanger onto wood beam with screws provided. May also be used on the underside of beam. Do anchor tightly to surface, be sure that pipe can slide freely through hanger. May be used as a guide in the upward position. Not designed to restrain upward movement of pipe. Installation and configuration shall conform to the requirements of the NFPA 13, instructions and applicable local codes. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM WFDTN Series Waterfiow Detector System Sensor WFDTN T- Tap Waterflow detectors are designed for primary signaling in residential systems and branch line signaling. Features New directional cover allows installers and inspectors to easily see the direction of flow UL-listed models are NEMA 4 rated New cover provides a better seal, is lighter weight, not painted and corrosion resistant Sealed retard mechanism immune to dust and other contaminants Less exposed metal reduces shock hazard, plastic cover acts as insulator and is resistant to arcing Visual switch activation Audible switch activation (73 dBA) Field-replaceable timer/switch assembly Accommodates up to 12 AWG wire Switch Synchronization activates both alarm panel and local bell or horn strobe Tamper-resistant cover screws Improved water sealing Reduced product weight Wire-ready terminals Improved wiring with new terminal block layout Snap-in optional cover tamper switch Agency Listings C®Us LISTED - APPROVED S739 7770-16530231 30512266 The new WFDTN Series waterf low detectors from System Sensor consists of a rugged, NEMA 4-rated enclosure that is more damage resistant than previous metal designs. The waterf low detector is designed for both indoor and outdoor use, with the widest available temperature range, from 32°F to 150°F Both the WFDTN with incorporated timer and WFDTNRN with immediate activation fit any tee that has a 1 in. NPT branch, including: un., l¼in., 11/2 in. and 2in. NPT threaded ferrous and brass tees; un., l¼in., 1 ½in. and 2in. copper sweat tees; Tyco, Spears, NIBBCO brand 1 in. CPVC tees. Twelve different clearly marked plastic paddles are available to fit different installation configurations. UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) synchronized switches are enclosed in a durable terminal block with new layout designed to make wiring easy with wire ready terminals, COM terminals are on a different elevation, large barrier between switches and easy to read raised textured lettering all make wiring easy. An optional cover tamper switch is available, securely snaps into place, no tools required. The WFDTN incorporates a mechanical time delay feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the fire sprinkler system. The larger and easy to turn timer dial makes setting the waterf low detector easy with high contrast pad printed markings. The dial offers three tabs to help with turning, with one larger tab located on the dial position for approximately 60 seconds, a notch is also indicated on the dial to locate approximately 30 seconds making setting the detector in dimmly lit locations easy. The WFDTN series is designed for accuracy and repeatability. The detector also offers improved performance during vibration in riser applications where detectors are exposed to a large in rush of wafer. FIRE ALARM BELLS ® 10DIA.GONG /\ \ I / 8' DIA. GONG (_ \\ Four wire, 120 and 24 volt Indoor and outdoor installation Weatherproof backbox 120 VAC: 6", 8", 10" 24 VAC: 6", 0" Ill 6" DIA. GONG\ 4/ 4-3/8" Base RATING 6 GONG SIZE 8 GONG SIZE 10 GONG SIZE Rated Sound Level Rated Sound Level Rated Sound Level VOLTAGE Current at, 1 Meter Current at 1 Meter Current all Meter 6VDC 250mA 95dB 250mA 95dB 250mA 95dB 12VDC 180mA 95dB 180mA 95dB 180mA 96dB 24VDC lOOmA 95dB lOOmA 95dB lOOmA 96dB 120VAC 25mA 95dB 25mA 95dB 25mA 98dB 220VAC 20mA 95db 1 20mA 95db 20mA 97db Back Box WIRING INSTRUCTIONS from control pa preceding It D.C. BELLS (observe polarity) RED (IN) .7 . RED 141 from control panel or to next bell or I preceding bell end-of line resistor B0 0 BKOUT) When electrical supervisor is required use in and out leads as shown. 1 Observe polarity to ring DC bells Red wires positive (+) Black wires negative (-) A.C. BELLS When electrical supervisor is required use in and out leads as shown. When using AC bells, terminate each extra wire separately after last bell End-of-line resistor is not required on AC belts. INSTALLATION: I. The bell should be mounted a minimum of 8 ft. from the floor or as close to the ceiling as possible. Remove the gong Connect the wiring (see diagram). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in th hole in the gong). Test all bells for proper operation that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). 800-854-1015 www.argco.com FAX 760-727-3270 I